The URL can be used to link to this page

ST0502A- LR150415* GEOTECHNICAL ENGINEERING E ENVIRONMENTAL CONSULTING GEE Consultants, Inc. —1�1 - CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 0 Dallas, Texas 75229 a (2141) 352-5433 Fax (214) 352-6972 REPORT OF CONCRETE MUX OBSERVATION ' Report Date: April 15. 2015 Dne Concrete PkieQd: March 17, 2015 Standard 6"xI2" Cylinders Ownt: City of Coppell ('0nder Ooss-sectional Areiv 28.27 Square Inches ' 'rowc n=q'^°r "= """x "". to Sandy� `°^` "". '^~`~^~r^`'`.: ''` coowumr CD Builders inc. proJeo wu:2|4-0l44 I 10 MATERIALS Source— --- Batch— W— OBSERVATION DATA Description (Lhs/CuYd) ! Mix Number: 1251 Time Sample Batched: O:\8AM ('enen, | Time Sampled: 9:10 AM FIN Ash: Smnp|oLuon1inn: Shear Key Bridge Stage 2 Coarse Aggregate: � Truck /Tidkc No: lOVY/ \5X222� |n�nnodimmAggregate: � Temperature: FPP 542 � Ambient Range: 66"[ Fine Aggregate: Concrete Runge: 70 OF &doixmno� ' Slump Range (inchca): 5 | Weather Conditions: Mostly Cloudy 2 Time Started: 4:00 PM Added Water: o Time Completed: 7:80 PM Rumplc Air Content (Y): 36 ' Tou| Cubic Yards Placed: N | u,m/indslrenmh(1tm-Amjn]-4000 Specimen NUmber Measured slump (in.) Age (Days) Date Tested I otal Load (Lbs.) CompressiNe Strength (Lbs./Sq.1n.) Remarks FPP 541 7 3/24/15 1 14,780-f 4,060 FPP 542 28 4/14/15 135,040 4,780 FPP 543 28 4/14/15 137,900 4,880 FPP 544 11 Hold Test Methods Utilized Fracture Regmlar Olinders Mtide Bv: CP ASTM C-31. C-39, C-143 (Unless Noted Othervise) I . I Remarks and/or Distributioni- None cc: Rick Odell <,ROdclIW)coppeIItx,gov> Mr. Michael Garza - via F -mail: \hx.gov Nr. Mitch HVhnos-To Nall J>Perkins, Phone: 4]2-3|Z'4205�via F-mui|: mhn|mcy(Wirnpinc.cnm Mr. PmnoiscoLuyundo Ct, Builders. Inc.. Phone: 787-68X-Q207,via E+nni|: Uoyando((�cdbuUdcopr.uon | | | � GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: All leltei� and �epotts me J-oi the excluske '1-�o ot tile Client to '�llolll tho tile addiessed and not be repioduccd k�illlout tile full apploNal Of GEF ('011SUltants, tile 1"m'e out fmm miltell appi(oal, oul letto� ald lepolts appl% ollIN to tile �alllple tested and ill obseiNed and HiQ oot OecQssanl\ indicative of tile quantities of appatently identical ot similar pioducts • GEOTECHNICAL ENGINEERING -rE • ENVIRONMENTAL CONSULTING GEE Consultants,Inc. • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION _ -- Report Date: April 15, 2015 Date Concrete Placed: March 17, 2015 Standard 6"02" Cylinders Client: City of=Coppell Cylinder Cross-sectional Area: 28.27 square Inches Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 137 Contractor: CD Builders Inc. Protect No.: 214-0144 Concrete Supplier and Plant: Argosf` I I I Location of Placement: Shear Key Bridge Stage 2 MATERIALS Source / Description SSD Batch Wts. OBSERVATION DATA (Lbs'CuYd) Age ([days) Mix Number: Im157 Time Sample Batched: 12:57 PM Cement: 1 ime Sampled: 1:55 PM ['It Ash: Sample location: Shear Key Bridge Stage 2 Coarse Aggregate: I ruck ' Ticket No: 5038 / 1582691 Intermediate Aggregate: Temperature: 4(.14115 137.220 Ambient Range: 79 OF Fine Aggregate: rre ;ate. bb Concrete Range: 78 OF Admixtures:: Slump Range (inches): 4 1 Weather Conditions: Mostly Cloudy 2 Time Started: 7:00 AM Added Water: d Time Completed: 4:00 PM Olmders Made [W CP Sample Air Content (%): 3.6 Total Cubic Yards Placed: 110 Required Strength (Lbs./sq.in.): 4000 Specimen Number 'Measured Slump (in.) Age ([days) (late tested otal Load (t.bs.) Compressive Strength (Lbs./Sq.ln.) Remarks FPP545 7 -24,115 120.360+ 4,260 FPP 546 28 4(.14115 137.220 4,850 FPP 547 1 28 14%15 139,300 1,930 FPP 548 H Hold ['est Methods (,ti(ized 1 racturc Regular Olmders Made [W CP ASTM C-31_ C'-39. C'-143 (Unless Noted Otherwise) Remarks and/or Distributiow- None cc: Rick Odell <ROdcllCi eoppelitx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via l -mail: MGarza(�%coppelltx.gov Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-3 12-4205; via. E-mail mholmes (vtnpinc.com Mr. Francisco Luyando - C) Builders. Inc., Phone: 787-688-8207; via E-mail: fluyando(c�r cdbuiiderspr.com GEE Consultants, Inc. ' TIVE Firm. F-3212 Reviewed b All letters and iepoits Arc tot the ewlu�t'c tise of the elieni to tahom Ihco arc addla„ed and ,hall not he icpoduccd ttinho it the full approval of (AT Consultants tile. The use of our name must leccive our prior uutten approval. Our lett<'s ; nd wptxts apph only to the ,ample te'icd and:i,i okerved and am not neceSSmdv indicative of the quantities of apparently identical or similar products. ° GEOTECHNICAL ENGINEERING E lit ENVIRONMENTAL CONSULTING GEE Consultants, -Inc. L( # CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 # (214) 352-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: April 15. 2015 Date Concroc PlacQd: Apri 1 8. 2015 Standard 6"x 12" CMinders Client: City of Coppell C.0inder Cross-sectional Area: 28.27 SqUare inches Pro , ject: Freeport Pkwv fironi RLIby Rd. to Sandy Lake Rd. Concrete Report No,: 162 Controctor: CD Builders Inc, Proliect No.: 2 14-0 144 Concrete Supplier and plant: Argos I 10 Location of' Placement: Decel I -ane- North Bound STA34 100 to 36 i-40 ° MATERIALS Source ' / SSD Batch Wts. OBSERVATION DATA Description (1,bs/CL1Yd) K{ixNumhcc 0)0008000127] Time 0o*p|c 8u1chu]: N6\ cwmun/: | Time Sampled: 9:20 AM Fly Ash: | Smnp|o Location: Dcou| L,anc Northl{ound Coarse Aggregate: ! 8TA�34+OO»o36+4O Intermediate Aggregate: Truck / 'Ticket No: 3552/0 1595773 Pine Aggregate: Temperature: i Ambient Range: 76 OF Adn ixm�s � | Concrete 75"F | Slump Range (inchcy): 5.0 2 Weather Conditions: Cloudy Added \fntec 0| Time Started: 7:30 AM � [ime Completed: 5:00 PM Sample &ir Content 3] � Total Cubic Yards Placed: 40 � RuuuircJSoznL),th(ihx/so.in]: 3600 Specimen Number Measured Slump (in) Aac Mays) Date Ve sted Total Load (I,bs.) Compressive Strength (Lbs./Scl.1n.) Remarks FPP 648 14 Hold Test Methods Fracture RegUlar Cylinders Made By: RA I ASTM C-3 1. _(Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Rick Odell �R0dcU�,coppaUix.(-,ov� Mr. mail: k4Gurza�,�coppcULx.gov Mc &4i¢6 HolNall & Perkins, phone: 432-3|24205; via k -11 -tail: mho|mcs(�e,,tnpinc.con k4c Francisco Luyando-[D Builders, Inc.. Phone: 787-688-8207: viuEI-inui|: Ouyuudo(q)cdhui|donpruom GEE Consultants, Inc. TBPE Fim: F-3212 Reviewed by: ( < — 1 kit leaei� and iepotts ate Im the exdhtsi�c U" of tile Client to Milan aie\ ale atfcfiv��cd and hall not he elm,duced ,ithout the Wit appokal or G11 !IC file IlSe Cli'llall llaalC 11111SI fecelv, 0,11 talol latell qplmal Oul leavis and lepoll� appiN "Ilk, w tile S"imple tested and 'a ob'Qi\Qd and ale wl necc,mik wficaoNe ol the ctwintaws ol appatelak, identical or similat tmodtict�, IG• GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. -[-( • CONSTRUCTION MATERIALS TESTING 19046 Monroe Drive 0 Dallas, Texas 75229 (214) 352.-5433 • Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: April I5, 2015 [late Concrete Played. -- 2 � - � p April �, _�l5 Standard 6'�1.. Cylinders Client: City of Coppell Cylinder Cross-sectional Arca: 28.27 Square hiches Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 163 Contractor: CD Builders Inc. Project No.: 214-©144 Concrete Srrpplier and Plant: Argos 110 Loeation of Placement: Decet lane- North Bound STA. 244-50 to 25 +-80 & Inlet Curbe STA. 7+00 to South Bound MA'T'ERIALS Source ; SSD Batch Wts. OBSERVATION DATA Description (t.,bs/CuYd) Mix Nutnher: 1273 Time Sample Batched: 11:15 AM Cement: Time Sampled: 12:30 PM Fly Ash: Sample I,ocation: Decel Lane- North Bound Coarse Aggregate: 41/15/15 STA. 24+50 to 25+80 & Inlet Intermediate Aggregate: indtcatiae of file quantities of Curbe STA. 7 100 to South Fine A>rgrcgatc: 28 Bound Admixtures: Truck ' Ticket No: 4035,101595996 t Temperature: 28 5 6/15 Ambient Range: 74 "F Concrete Range: 75 `F Added ater: 0 Slump Range (inches): 5.0 Weather Conditions: Cloudy 1 Iracture RQUIlar Time Started: 7:30 AM (t!nless Noted Otherwise) Time Completed: 5:00 PM Sample Air Content (%): 3.7 Total Cubic Yards Placed: 100 Reouired Strength 0 hs /sn in I. 36nn Specimen Number Measured Slum in.) p (' Age (Days ) Date Iested Total Load (l.bs.) Compresske Strength (l.bs.'Sq.tn.} Remarks F'PP 649 All letters and rep�rits arc fa the cyclumnc 7 41/15/15 127.860 4,520 indtcatiae of file quantities of IPP 650 T () 28 5 6/15 FPP651 28 5 6/15 IPP 652 14 1 told Test Wthods Utilized 1 Iracture RQUIlar ASI'M C-31.. C-39, 0-143 (t!nless Noted Otherwise) C<linders Mad t3- RA Remarks and/or Distribution:- None cc: Rick Odell <ROdelNkoppelltx.)ov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza'c coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205, via E-mail: mhoimes�tnpinc.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail (1LIyando a cdbuilderspr.com ('EE Consultants, Inc. TBPE Firm; F -32T2 Reviewed b,�Eo All letters and rep�rits arc fa the cyclumnc u,e bf the'hcm to lchom ttre} are addressed and shall not be reproduced'whout the full approval of erre Consultams, Inc. The use of our natne nmst tecetve om piux witten approaal. Out letters and 7epous apple onh to the sample tested and'or ohsemed and are not necess,uily indtcatiae of file quantities of appmertthidentical or similar produet5.